• Title/Summary/Keyword: 쐐기형

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Development of Wedge-Type Mechanical Anchor for FRP Plate (FRP 판용 쐐기형 정착구의 개발)

  • Cho Jeong Rae;Park Young Hwan;Park Jong Sup;Yoo Young Jun;Jung Woo Tae;Kim Chul Young
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.05a
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    • pp.80-83
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    • 2004
  • The FRP plate or sheet bonding technology was widely used for strengthening deficient RC structures. The strengthened structure using FRP bonding scheme, however, experience the complex interfacial behaviour which is difficult to predict. Therefore, the unbonded scheme using some anchorage device can be is an alternative for more reliable design. In this study, wedge-type anchor for FRP plate is developed for the unbonded flexural strengthening scheme. Some parameter study using 2D finite element method is performed. The analysis parameters are taken as wedge-guide friction coefficients, wedge- FRP ,.friction coefficient and wedge inclination angle. Based on the parameter study, more efficient anchors are designed and tested. The test result show that the developed anchor assure about $80\%$ FRP strength, which is higher performance than typical bonding scheme. Last, 3D finite element analysis is performed.

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A Case Study on Construction and Design of the Wedge Type Removable Soil Nailing System (쐐기형 제거식 쏘일 네일링 시스템의 설계 및 시공사례)

  • Han, Yeon-Jin;Park, Si-Sam;Kwon, Hyuk-Jun;Kim, Hong-Taek;Park, Ju-Seok
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.03a
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    • pp.240-247
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    • 2010
  • The soil nailing system is becoming common as reinforcement method of slope face in soil. It has application to obtain slope stability method and scaffolding system. It has some troubles when the soil nailing system is applied to the downtown because it could be invaded someone's private area. Thus, in this paper, wedge type removable soil nailing system which can easily remove deformed bar in final excavation step is developed. Field pull-out test is performed to evaluate deformed bars removal and pullout resistance characteristics. According to this result, application of Wedge Type Removable Soil Nailing System is performed.

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Model Experiments on sound propagation included rirtual modes in shallow water (천해에서 가상모드가 포함된 음파전달에 관한 모형실험)

  • 김성부
    • Proceedings of the Acoustical Society of Korea Conference
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    • 1996.06a
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    • pp.69-75
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    • 1996
  • 40-100m 수심에 평탄한 모래층으로 구성된 구성된 친해를 1/1,000모형으로 축소시킨 무향수조내에서 Pekeris 모델에 대한 normal mode 관측실험을 점수신기로 수행하였다. 무향수조에 사용된 쐐기형 흡음재가 50kHz이상에서 20-25dB의 반향음 감쇠율을 가지므로 해서 이 수조가 해양과 유사한 조건을 갖게 되었으며, 실험에 사용된 점수신기는 B&K의 8130 수중청음기에 음향중심으로부터 조그만 크기의 사각형 틈을 제외하고 pressure-release 물질을 씌움으로써 얻을 수 있었다. 이 실험을 통해 얻은 결과들을 종합해 보면 연속모드의 피적분함수가 cut-off로부터 멀어지면 불연속모드의 합으로만 된 이론식과는 대략 수심의 10배 이내에서 다소 차이를 보일 뿐 전 관측거리에서 실험결과와 비교적 잘 일치하고 있다. 그러나 연속모드의 공진이 cut-off에 가까워 질수록 가상모드가 음향에 미치는 역할이 증대되어 근거리에서는 불연속모드의 합으로만 된 이론식과 큰 차이가 날 뿐만 아니라 영향이 미치는 거리가 수심의 수십배까지 증가함을 볼 수 있다. 특히 불연속모드의 개수가 2개이고 cut-off로부터 아주 가까운 가상모드가 존재할 경우, 가상모드가 수심의 60배 가까운 거리까지 영향을 미치는 것을 확인할 수 있다.

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Behavior of Wedge-Type Anchor System for External Prestressing Method with CFRP (외부 긴장 보강을 위한 탄소섬유 복합재료용 쐐기형 정착구 거동)

  • Shin Jae-Min;Jung Dae-Sung;Jung Woo-Tae;Park Jong-Sup;Park Young-Hwan;Kim Chul-Young
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.11a
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    • pp.477-480
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    • 2004
  • This paper present test result to develop wedge-type anchor system for external prestressing method with CFRP. The test results indicated that the lower a slope angle and elastic of wedge are, the higher ultimate strengths are for plate types. Bar types showed premature failure because of local high stress in FRP of anchor system. Therefore, to improve the strength for bar types needs further work of strengthening sleeves, slope angles of wedge and materials.

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Experimental Study on Wedge-type Anchorage System for CFRP Laminates (CFRP판용 쐐기형 정착장치에 대한 실험적 연구)

  • Park, Jong-Sup;Park, Young-Hwan;Jung, Woo-Tai
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.11a
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    • pp.157-160
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    • 2006
  • Carbon fiber reinforced polymer (CFRP) laminates can be used more efficiently in strengthening applications by applying prestress to the CFRP laminates. A key problem for prestressing with CFRP laminates is anchoring the laminates. These may include fracture to the CFRP laminates due to excessive gripping force or slippage of the CFRP laminates out of the anchorage zone caused by low friction between the anchor device and the lamiantes. The main objective of this study is the development of an applicative wedge-type anchorage system for prestressed CFRP laminates through experimental study. The experimental parameters were the type of anchorage and the effect of elastic modulus of tab. The test results showed that the developed anchor assures 100% CFRP laminate strength.

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동축류 이차유동 분사를 이용한 추력 벡터 제어 방법에서 코안다 플랩의 형상에 따른 작동 특성 연구

  • Kim, Ju-Hyeon
    • Proceeding of EDISON Challenge
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    • 2016.03a
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    • pp.537-540
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    • 2016
  • 유체역학적 추력 방향 제어(Fluidic Thrust Vector Control) 방법 중 하나인 동축류 제어 유동 분사를 이용한 추력 방향 제어(Co-flow Thrust Vector Control)의 작동 특성에 대해서 연구하였다. 이 제어 방법은 점성 유동이 벽면에 부착되어 흐르는 코안다 효과(Coanda Effect)를 이용하여 주 유동을 편향 시키는 방법으로서 그 편향각은 이러한 제어 유동 노즐 출구의 플랩 형상에 영향을 받는 것으로 알려져 있다. 이 연구에서는 출구 플랩 형상을 여러 가지로 바꾸어 가며 주 유동의 전압력 300kPa일 때 제어 유동의 편향각이 포화되는 제어유동의 전압력을 측정하였다. 그 결과 쐐기형 플랩의 각도가 증가할수록 포화 영역에서의 편향각은 증가하며 그 각은 플랩의 각도와 일치한다. 그러나 각도가 증가할수록 제어 유동이 플랩의 벽면을 지나면서 팽창파에 의해 가속되어 충격파을 발생시키게 되고 이 충격파는 주 유동에게까지 전파되어 주 유동 제트의 속도를 감소시킨다.

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Numerical Analysis of Cavitating Flow around Two-dimensional Wedge-shaped Submerged Bodies under the Wall Effect (벽면효과를 받는 2차원 쐐기형 몰수체의 공동 유동에 대한 수치해석)

  • Kim, Ji-Hye;Ahn, Byoung-Kwon
    • Journal of the Society of Naval Architects of Korea
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    • v.54 no.4
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    • pp.321-328
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    • 2017
  • In practice, cavitation phenomena occur in unbounded flows. However, the wall effect is unavoidable during experiments at a closed section such as a cavitation tunnel. Especially, supercavity generated behind a cavitator is relatively large and thick, so that geometric and dynamic characteristics of the cavity are affected by the tunnel wall. In order to apply experimental results into the unbounded flow field, physical correlations are necessary. In this paper, we proposed an image method based on a potential flow to simulate the wall effect. Considering two-dimensional wedge-shaped bodies, configurations and drag characteristics of the cavity were examined according to the distance ratio to the wall surface. The results were compared and verified with existing theoretical and experimental results.

Improved FOM (Figure of Merit) Performance Characteristics of a Linear Array Underwater Acoustic Transducer with a Gradual Wedge-shaped Tail Mass (완만한 쐐기형 Tail Mass를 갖는 선형배열 수중음향변환기의 FOM (Figure of Merit) 성능특성 개선)

  • Lee, Dae-Jae
    • Korean Journal of Fisheries and Aquatic Sciences
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    • v.54 no.6
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    • pp.1036-1044
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    • 2021
  • A linear array acoustic transducer with 12 tonpilz elements mounted independently on a gradual wedge-shaped tail mass was fabricated, tested and analyzed. The compensated transducer, which is modified by including a series inductance of 137 µH in the developed linear array transducer, attained improved figure of merit (FOM) performance characteristics compared with the uncompensated transducer. The four resonant frequency bands were identified from the measured FOM curve. The FOM response patterns over the frequency ranges of 31 to 40 kHz and 50 to 60 kHz were relatively uniform, whereas sharp resonance peaks were observed at around 73 kHz and 84 kHz. These results indicate that the developed linear array transducer can be used as an enhanced broadband transducer of echo sounder, and the operating frequency can be selected for more effective echo surveys in the fishing ground.

The Experimental Study on the Collapse Mechanism of CFRP Composite Tubes (CFRP 복합재 튜브의 압괴메카니즘에 관한 실험적 연구)

  • 김영남;차천석;양인영
    • Transactions of the Korean Society of Automotive Engineers
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    • v.10 no.4
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    • pp.149-157
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    • 2002
  • This paper is to investigate collapse mechanisms of CFRP(Carbon Fiber Reinforced Plastics)composite tubes and to evaluate collapse characteristics on the change of interlaiminar number and ply orientation angle of outer under static and impact axial compression loads. When a CFRP composite tube is crushed, static/impact energy is consumed by friction between the loading plate and the splayed fronds of the tube, by fracture of the fibers, matrix and their interface. These are associated with the energy absorption capability. In general, CFRP tube with 6 interlaminar number(C-type), absorbed more energy than other tubes(A, B, D-types). The maximum collapse load seemed to increase as the interlaminar number of such tubes increases. The collapse mode depended upon orientation angle of outer of CFRP tubes and loading status(static/impact). Typical collapse modes of CFRP tubes are wedge collapse mode, splaying collapse mode and fragmentation collapse mode. The wedge collapse mode was shown in case of CFRP tubes with 0° orientation angle of outer under static and impact loadings. The splaying collapse mode was shown in only case of CFRP tubes with 90°orientation angle of outer under static loadings, however in Impact tests those were collapsed in fragmentation mode .

Monochoria vaginalis var. angustifolia (Pontederiaceae): First report for Korea (가는물달개비(물옥잠과): 한반도 미기록 식물)

  • Oh, Yong Cha;Kim, Sung Min;Lee, Chang Shook
    • Korean Journal of Plant Taxonomy
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    • v.41 no.1
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    • pp.47-50
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    • 2011
  • Monochoria vaginalis var. angustifolia (Pontederiaceae) was newly found in a furrow in Imha-ri, Boeun-gun, Chungcheongbuk-do for the first time in Korea. This taxon is distinguished from the other species of the genus Monochoria in Korea by having the smallest plant height, very narrow lanceolate leaves, a cuneate leaf base, and raceme with 1 to 2 flowers. A local name was newly given, 'Ga-neun-moul-dal-ge-bi' for the species. The morphological characteristics and illustrations of the taxon as well as photographs at the habitat are provided with a taxonomic key to the species of Monochoria in Korea.